直线、曲线及转角表（项目名称）交 点 坐 标交点号交点桩号N (X)E (Y)转 角 值半 径线长度1BP23800590336604985.454K0+0007.11902247.0922191°03′42.6″JD13800347.49936604938.04K0+247.09218°43′12.4″(Y)33°57′26.7″(Z)1000150387.298239.973476.727614.4443.219K0+007.119K0+157.119K0+245.483K0+333.847K0+483.8471072.0851865.047209°46′55″JD23798728.78336604011.67K2+108.9201400250591.608552.9891079.73665.74726.241K1+555.932K1+805.932K2+095.800K2+385.668K2+635.668467.72771230.904175°49′28.3″JD33797501.14636604101.29K3+313.58331°34′36.2″476.3661(Y)29°16′37.5″(Z)80°55′21″(Y)36°34′19.5″(Z)32°45′54.7″(Y)46°44′27.1″(Z)46°10′56″(Y)475150267.311210.188412.533820.727.841K3+103.396K3+253.396K3+309.663K3+365.929K3+515.929-0.00013409.7097207°24′04.5″JD43797137.40436603912.73K3+715.452150266.927199.522392.716217.9746.328K3+515.929K3+665.929K3+712.287K3+758.646K3+908.646517.42491317.945178°07′27″JD53795820.16536603955.88K5+027.068600175324.037600.9981022.418191.39179.58K4+426.070K4+601.070K4+937.280K5+273.489K5+582.423 短链：133.934mK5+400 =K5+533.934400.89241167.906259°02′48″567线参数8长 度9长 度101112第 1 页 共 1 页曲 线 要 素 值 (m)缓和曲缓和曲切 线曲 线外 距校正值起 点点或圆曲线起点131415曲 线 主 点 桩 号第一缓和曲线第一缓和曲线终曲线中点点或圆曲线终点终 点1617长 (m)18第二缓和曲线起第二缓和曲线直线段直线长度及方向交点间计算方位角距(m)192021备 注JD63795598.25236602809.25K6+149.331350100187.083166.016323.406219.8678.626K5+983.315K6+083.315K6+145.018K6+206.721K6+306.721751.43571169.263222°28′28.5″JD73794735.83136602019.69K7+309.969600150300251.812493.116227.01910.507K7+058.157K7+208.157K7+304.715K7+401.273K7+551.273166.682745.7875255°14′23.2″JD83794545.82336601298.51K8+045.249600135284.605327.294624.469355.00230.119K7+717.955K7+852.955K8+030.190K8+207.425K8+342.425160.9989812.1154208°29′56″JD93793832.11536600911.02K8+827.246600135284.605323.823618.61953.63329.026K8+503.424K8+638.424K8+812.733K8+987.043K9+122.043-2.9E-05750.7786254°40′52″JD103793633.76536600186.91K9+548.99926°53′33.3″1366.371(Y)52°36′38.5″(Z)275200522.756426.956841.325539.76412.587K9+122.042K9+322.042K9+542.705K9+763.368K9+963.368579.29391192.888281°34′25.3″JD113793873.09236599018.28K10+729.300100165.831186.638352.513233.45520.764K10+542.662K10+642.662K10+718.918K10+795.175K10+895.1750.000158360.4744228°57′46.8″JD123793636.42436598746.38K11+069.01148°46′27.7″271.7498(Y)100164.848173.836331.333328.30316.338K10+895.175K10+995.175K11+060.842K11+126.509K11+226.509232.7102406.546277°44′14.5″EP3793691.15936598343.53K11+459.219编制：复核：